Compressive Stress–Strain Relationship and Its Variability of Self-Compacting Concrete Incorporating Recycled Aggregate

Author:

Liu Kaihua1,Zhao Xinyu2ORCID,Kou Yaowen3,Yu Yong4,Xie Tianyu5ORCID

Affiliation:

1. Associate Professor, Dept. of Civil and Transportation Engineering, Guangdong Univ. of Technology, Guangzhou 510006, China.

2. Associate Professor, State Key Laboratory of Subtropical Building Science, South China Univ. of Technology, Guangzhou 510641, China (corresponding author). ORCID: .

3. Graduate Student, State Key Laboratory of Subtropical Building Science, South China Univ. of Technology, Guangzhou 510641, China.

4. Associate Professor, School of Environment and Civil Engineering, Dongguan Univ. of Technology, Dongguan 523808, China.

5. Associate Professor, School of Civil Engineering, Southeast Univ., Nanjing 214135, China. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference47 articles.

1. An overview on mixture design of self-compacting concrete

2. Mechanical properties of conventional and self-compacting concrete: An analytical study

3. Stress–strain relationship for plain concrete in compression;Carreira D. J.;ACI J.,1985

4. CEB-fib (Comité Euro-International du Béton–International Federation of Consulting Engineers). 2012. Model code for concrete structures. London: Thomas Telford.

5. Experimental Study on the Influence of Water Absorption of Recycled Coarse Aggregates on Properties of the Resulting Concretes

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